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Sill plate by others w/112" <br /> Wall framing by others diameter anchor bolts w/7" <br /> .. <br /> minimum embed&standard <br /> washers @ 72"o.c.max or <br /> equivalent metal strap <br /> anchors <br /> �-.w <br /> ''6"Min <br /> 6"minimum thick cast-in-Y•---__,,, <br /> lace concrete lookout �"""` <br /> p ._ __ (1�4 continuous horizontal <br /> wall X� � bar w/in 18"of top of wall <br /> ca <br /> E; <br /> �' <br /> � ,,,�Footing elevaUon may vary <br /> " below slab,provide frost <br /> protection per Code <br /> #4 x 2'-0"long centered <br /> dowels w/5"minimum '' 8"thick x 18"wide minimum <br /> embed wet set or epoxy unreinforced concrete strip <br /> grouted in place ,, ' _..�``�f footing(16"wide minimum <br /> for maximum unbalanced <br /> 6"wall spacing: grade of 2'-6"or less),larger <br /> 36"o.c.max for sand, footing width may be <br /> 30"o.c.max for SC,& required fo�specific soil <br /> 24"o.c.max for clay bearing conditions to be <br /> determined per Code by <br /> 8"+wall s�acins�: others <br /> as��o.c.max for sand, LOOKOUT WALL DETAIL <br /> 42"o.c.max for SC,& <br /> 36"o.c.max for clay <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,�201 - <br /> Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 <br /> Description: Lookout Wall Detail Phone:612-720-4639 <br /> Project# 12.100 Fax:g�2"886"29gg <br /> Client Name: Excel Concrete,Inc. www.oswellec.com <br /> Client Address: 7363 Norlin Avenue SW,Cokato,MN 55321 Page S5 of S6 <br /> 12/3/2012 <br /> � - -- > ------�---------• . .. . a. . - ° � I <br /> 12/3/2012 <br />